Árbók VFÍ/TFÍ - 01.06.2004, Side 218

Árbók VFÍ/TFÍ - 01.06.2004, Side 218
would be close to the shifted frequency for other reasons not discussed here. Hence, for a tuned liquid damper application, a hysteresis in water sloshing is not a critical issue but does however further emphasize the need to design tuned liquid dampers so they do not operate close to the shifted resonant frequency. Conclusions Behavior of steady state sloshing of shallow water in a tank can depend on a prior state of the sloshing in time. This creates two possible behaviors of sloshing of water for exact- ly the same conditions that look quite different from each other, one being violent wave breaking behavior with large wave heights and the other with a relatively smooth water surface with no wave breaking and small wave heights. The hysteresis phenomenon is known in other engineering situations and here it has been shown with rigorous experi- ments that a sloshing of shallow water exhibits such behavior. Acknowledgments Assistance provided by Dr. J. Yu and Dr. T. Wakahara with the laboratory experiments is acknowledged. Discussions with professors H. Yeh and D. Reed are appreciated. Dr. S. Masri is thanked for arranging the use of the shaking table facility at the University of Southern California. The support of the U.S. National Science Foundation (Grant No. CMS-9301577) and the Research Fund of the University of Iceland for this study are grate- fully acknowledged. References [1 ] Chapman, R. D., and Monardo, F. M.APL wave gage system. Rep. No. S1R-91U-041, Applied Physics Lab., Johns Hopkins University, Baltimore, 1991. [2] Faltinsen, O. M., Rognebakke, O. F., Lukovsky, I. A. and Timokha, A. N .Multidimensional modal analysis ofnonlinear slosh- ing in a rectangular tank with finite water depth. J. Fluid Mech. 407,201 -234,2000. [3] Faltinsen, O. M. and Timokha, A. N. Adaptive multimodal approach to nonlinear sloshing in a rectangular rank. J. Fluid Mech. 432,167-200,2001. [4] Faltinsen, O. M. & Timokha, A. N. Asymptotic modal approximation of nonlinear resonant sloshing in a rectangular tank with small fluid depth. J. Fluid Mech., vol. 470, pp. 319-357,2002. [5] Fujino, Y., Pacheco, B. M., Chaiseri, P., and Sun, L.-M. Parametric studies on tuned liquid damper (TLD) using circular con- tainers by free-oscillation experiments. Struct. Engrs./Earthquake Engrg.,Tokyo, 5,381 -391,1988. [6] Fujino, Y., Sun, L., Pacheco, B. M., and Chaiseri, P. Tunedliquid damper (TLD) for suppressing horizontal motion ofstructures. J. Engrg. Mech., ASCE, 118,2017-2030,1992. [7] Gardarsson, S. M. Shallow-water sloshing. PhD thesis, University of Washington, Seattle, 1997. [8] Gardarsson, S., M., Yeh, H., and Reed, D. Behavior of sloped-bottom tuned liquid dampers. Journal of Engineering Mechanics, Vol. 127, No. 3, March, 2001. [9] Koh, C. G., Mahatma, S., and Wang, C. M. Theoretical and experimental studies on rectangular liquid dampers under arbi- trary excitations. Earthquake Engrg. and Struct. Dyn., 2,17-31,1994. [10] Lepelletier,T. G., and Raichlen, F. Nonlinear osciUations in rectangular tanks. J. Engrg. Mech., ASCE, 114(1), 1 -23,1988. [11] Ockendon, H., Ockendon, J. R. Nonlinearity in Fluid Resonances. Meccanica 36,297-321,2001. [12] Ockendon, J. R.and Ockendon, H.Resonantsurfacewaves.J. Fluid Mech.59,397-413,1973. [13] Reed, D., Yu, J., Yeh, H., and Gardarsson, S. M. Investigation of tuned liquid dampers under large amplitude excitation. J. Engrg. Mech., ASCE, 124(4), 405-413,1998. [14] Shemer,L.On the directly generated resonant standing waves in a rectangular tank. J.FIuid Mech.217,143-165,1990. [15] Sun, L. M., Fujino, Y., Pacheco, B. M., and Isobe, M. Nonlinear waves and dynamic pressures in rectangular tuned liquid damper (TLD)-simulation and experimental verification. Struct. Engrs./Earthquake Engrg.,Tokyo, 6,251-262,1989. [16] Yeh,H.,and Chang,K.-T.Onpropagationofedge-wavepackets. Proc.,Waves-Phys.and Numer.Modeling,M.lsaacson and M. Quick, eds., University of British Columbia, Vancouver, 270-279,1994. 2 1 6 Árbók VFÍ/TFÍ 2004
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